Share: 
USH 2-FRONT ST over BAY CITY CREEK
Map
Coordinates:
+46.59667, -90.87333
46°35'48" N, 90°52'24" W
+46.59667, -90.87333
46°35'48" N, 90°52'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | USH 2-FRONT ST over BAY CITY CREEK |
| Structure number: | B02001100000000 |
| Location: | 0.6M E JCT STH 13 TO S |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Skew angle: | 22° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1969 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15,400 [as of 2015] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 76.5 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2018 | Good | 7 out of 10 | 15400 | 76.5 |
| August 2016 | Good | 7 out of 10 | 856 | 77.5 |
| August 2014 | Good | 7 out of 10 | 820 | 77.5 |
| August 2012 | Good | 7 out of 10 | 12500 | 73.7 |
| August 2010 | Good | 7 out of 10 | 12500 | 88.9 |
| August 2008 | Good | 7 out of 10 | 12500 | 88.9 |
| August 2006 | Good | 7 out of 10 | 13710 | 88.8 |
| August 2004 | Good | 7 out of 10 | 13710 | 88.8 |
| August 2002 | Good | 7 out of 10 | 13710 | 88.8 |
| October 2000 | Good | 7 out of 10 | 10410 | 88.4 |
| October 1998 | Good | 7 out of 10 | 10410 | 86.4 |
| September 1996 | Good | 7 out of 10 | 10410 | 86.4 |
| October 1994 | Good | 8 out of 10 | 10410 | 86.6 |
| October 1992 | Good | 8 out of 10 | 16940 | 86.1 |
| December 1990 | Good | 8 out of 10 | 16940 | 86.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 294 | 285 | 8 | 1 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1596710
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1596710